CS Roof Girder CalcsCS Structure™ 2018.9 [Build 16]
kmBeamEngine 2018.9.0.1
Materials Database 1572
Keiter54EmersonWay - Level 10 1-27-21
3:57pm
1 of 4
All product names are trademarks of their respective owners
Copyright (C) 2018 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED.
**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The
design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications.
Member Data
Description: CalcG6 Member Type: Girder Application: Roof
Comments:Top Lateral Bracing: Continuous Slope: -8.00 / 12
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 0 PLF Deflection Criteria: L/240 live, L/180 total
Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 11.4 PLF
Filename: C:\KMW\JOBS\
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 5' 11.19" 23 7 Snow
Replacement Uniform (PLF) Top 0' 0.00" 5' 11.19" 23 7 Snow
Replacement Uniform (PLF) Top 5' 11.19" 14' 3.88" 1 63 Live
Replacement Uniform (PLF) Top 5' 11.19" 14' 3.88" 195 0 Snow
Point (LBS) Top 6' 0.94" 2 274 Live
Point (LBS) Top 6' 0.94" 565 0 Snow
Point (LBS) Top 13' 11.25" 0 0 Live
Point (LBS) Top 13' 11.25" 0 0 Snow
1 2
14 3 14
14 3 14
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Girder N/A N/A N/A 1494# --
2 14' 3.875" Wall N/A N/A 1.500" 2057# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 2# 993# 501#
2 4# 1400# 657#
Design spans
16' 4.812"
Product: 1-3/4x11-1/4 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 7413.'# 22091.'# 33% 6.43' Total Load D+S
Shear 1489.# 8603.# 17% 13.26' Total Load D+S
TL Deflection 0.4130" 1.0935" L/476 7.11' Total Load D+S
LL Deflection 0.2789" 0.8201" L/705 7.11' Total Load S
Control: TL Deflection
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives
Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design.
CS Structure™ 2018.9 [Build 16]
kmBeamEngine 2018.9.0.1
Materials Database 1572
Keiter54EmersonWay - Level 10 1-27-21
3:57pm
2 of 4
All product names are trademarks of their respective owners
Copyright (C) 2018 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED.
**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The
design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications.
Member Data
Description: CalcG7 Member Type: Girder Application: Roof
Comments:Top Lateral Bracing: Continuous Slope: 8.00 / 12
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 0 PLF Deflection Criteria: L/240 live, L/180 total
Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 11.4 PLF
Filename: C:\KMW\JOBS\
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 8' 4.69" 1 63 Live
Replacement Uniform (PLF) Top 0' 0.00" 8' 4.69" 195 0 Snow
Replacement Uniform (PLF) Top 8' 4.69" 14' 3.88" 23 7 Snow
Replacement Uniform (PLF) Top 8' 4.69" 14' 3.88" 23 7 Snow
Point (LBS) Top 0' 4.63" 0 0 Live
Point (LBS) Top 0' 4.63" 0 0 Snow
Point (LBS) Top 8' 2.94" 2 274 Live
Point (LBS) Top 8' 2.94" 565 0 Snow
1 2
14 3 14
14 3 14 9 6 10Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 1.500" 2057# --
2 14' 3.875" Girder N/A N/A N/A 1494# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 4# 1400# 657#
2 2# 993# 501#
Design spans
16' 4.812"
Product: 1-3/4x11-1/4 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 7413.'# 22091.'# 33% 7.89' Total Load D+S
Shear 1489.# 8603.# 17% 0.39' Total Load D+S
TL Deflection 0.4131" 1.0935" L/476 7.21' Total Load D+S
LL Deflection 0.2789" 0.8201" L/705 7.21' Total Load S
Control: TL Deflection
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives
Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design.
CS Structure™ 2018.9 [Build 16]
kmBeamEngine 2018.9.0.1
Materials Database 1572
Keiter54EmersonWay - Level 10 1-27-21
3:57pm
3 of 4
All product names are trademarks of their respective owners
Copyright (C) 2018 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED.
**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The
design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications.
Member Data
Description: CalcG12 Member Type: Girder Application: Roof
Comments:Top Lateral Bracing: Continuous Slope: 0.00 / 12
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total
Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 18.2 PLF
Filename: C:\KMW\JOBS\
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 2' 6.00" 1 84 Live
Replacement Uniform (PLF) Top 0' 0.00" 2' 6.00" 246 0 Snow
Replacement Uniform (PLF) Top 0' 0.00" 4' 3.00" 1 86 Live
Replacement Uniform (PLF) Top 0' 0.00" 4' 3.00" 248 0 Snow
Replacement Uniform (PLF) Top 2' 6.00" 11' 7.50" 0 35 Live
Replacement Uniform (PLF) Top 2' 6.00" 11' 7.50" 101 0 Snow
Replacement Uniform (PLF) Top 4' 3.00" 11' 8.00" 1 86 Live
Replacement Uniform (PLF) Top 4' 3.00" 11' 8.00" 248 0 Snow
Replacement Uniform (PLF) Top 11' 7.50" 11' 8.00" 1 84 Live
Replacement Uniform (PLF) Top 11' 7.50" 11' 8.00" 246 0 Snow
Replacement Uniform (PLF) Top 11' 8.00" 11' 9.25" 1 84 Live
Replacement Uniform (PLF) Top 11' 8.00" 11' 9.25" 246 0 Snow
Replacement Uniform (PLF) Top 11' 8.00" 22' 10.00" 0 35 Live
Replacement Uniform (PLF) Top 11' 8.00" 22' 10.00" 101 0 Snow
Replacement Uniform (PLF) Top 11' 9.25" 11' 9.75" 1 84 Live
Replacement Uniform (PLF) Top 11' 9.25" 11' 9.75" 246 0 Snow
Replacement Uniform (PLF) Top 11' 9.75" 12' 9.75" 1 84 Live
Replacement Uniform (PLF) Top 11' 9.75" 12' 9.75" 246 0 Snow
Replacement Uniform (PLF) Top 12' 9.75" 25' 10.00" 1 86 Live
Replacement Uniform (PLF) Top 12' 9.75" 25' 10.00" 248 0 Snow
Replacement Uniform (PLF) Top 22' 10.00" 30' 5.88" 1 86 Live
Replacement Uniform (PLF) Top 22' 10.00" 30' 5.88" 248 0 Snow
Replacement Uniform (PLF) Top 25' 10.00" 26' 10.00" 1 84 Live
Replacement Uniform (PLF) Top 25' 10.00" 26' 10.00" 246 0 Snow
Replacement Uniform (PLF) Top 26' 10.00" 27' 1.88" 1 84 Live
Replacement Uniform (PLF) Top 26' 10.00" 27' 1.88" 246 0 Snow
Replacement Uniform (PLF) Top 27' 1.88" 27' 3.63" 1 84 Live
Replacement Uniform (PLF) Top 27' 1.88" 27' 3.63" 246 0 Snow
Replacement Uniform (PLF) Top 27' 3.63" 36' 5.13" 0 35 Live
Replacement Uniform (PLF) Top 27' 3.63" 36' 5.13" 101 0 Snow
Replacement Uniform (PLF) Top 30' 5.88" 38' 11.13" 1 86 Live
Replacement Uniform (PLF) Top 30' 5.88" 38' 11.13" 248 0 Snow
Replacement Uniform (PLF) Top 36' 5.13" 38' 11.13" 1 84 Live
Replacement Uniform (PLF) Top 36' 5.13" 38' 11.13" 246 0 Snow
Point (LBS) Top 2' 4.25" 2 374 Live
Point (LBS) Top 2' 4.25" 694 0 Snow
Point (LBS) Top 11' 9.25" 2 374 Live
Point (LBS) Top 11' 9.25" 694 0 Snow
Point (LBS) Top 11' 9.75" 2 415 Live
Point (LBS) Top 11' 9.75" 814 0 Snow
Point (LBS) Top 22' 8.25" 2 415 Live
Point (LBS) Top 22' 8.25" 814 0 Snow
Point (LBS) Top 27' 1.88" 2 374 Live
Point (LBS) Top 27' 1.88" 694 0 Snow
Point (LBS) Top 36' 6.88" 2 374 Live
Point (LBS) Top 36' 6.88" 694 0 Snow
1 2 3
23 7 4 15 3 14
38 11 2
CS Structure™ 2018.9 [Build 16]
kmBeamEngine 2018.9.0.1
Materials Database 1572
Keiter54EmersonWay - Level 10 1-27-21
3:57pm
4 of 4
All product names are trademarks of their respective owners
Copyright (C) 2018 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED.
**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The
design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications.
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 2.578" 6767# --
2 23' 7.250" Wall N/A N/A 6.606" 17340# --
3 38' 11.125" Wall N/A N/A 1.500" 2974# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 13# 4737# 2030#
2 35# 12169# 5171#
3 6# 2097# 877#
Design spans
23' 2.625" 14' 11.250"
Product: 1-3/4x18 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 31120.'# 53675.'# 57% 10.83' Total Load D+S
Negative Moment 34771.'# 53675.'# 64% 23.6' Total Load D+S
Shear 8378.# 13765.# 60% 22.7' Total Load D+S
TL Deflection 0.7227" 1.1609" L/385 10.83' Total Load D+S
LL Deflection 0.5043" 0.7740" L/552 10.83' Total Load S
Control: LL Deflection
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives